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Adhesive and cohesive properties of glue cement mortars with addition of organic–mineral modifiers

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TLDR
In this paper, results of experimental research on cement glue mortars containing non-milled fly ash and organic-mineral modifiers are given, and the influence of the modifier compositions on the strength parameters of mortars for masonry stone walls, facing by ceramic tiles or gluing heat isolation materials was studied.
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This article is published in Materials & Design.The article was published on 2014-01-01. It has received 3 citations till now. The article focuses on the topics: Portland cement & Cement.

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Influence of composition of functional additives and deformation modes on flow behavior of polymer composite materials

TL;DR: In this article, the influence of composition of functional water-soluble polymers and viscosity of domestic and foreign one-percent water solution polymer on flow parameters of cement and polymer test is presented.
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Effect of cyclic curing conditions on the tensile bond strength between the polymer modified mortar and the tile

TL;DR: In this paper , the tensile bond strength of tile-back glue-coated polyvinyl acetate-ethylene (PE) and styrene-acrylic ester (SAE)-modified mortars was investigated in four artificial cyclic curing regimes with designed conditions.
References
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Journal ArticleDOI

The influence of mineral admixtures on the rheology of cement paste and concrete

TL;DR: In this paper, rheological tests on cement paste were used to successfully select the type and dosage of mineral admixtures that improved concrete workability, and the conclusion reached based on the cement paste tests were validated by concrete slump tests.
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Effect of fly ash fineness on compressive strength and pore size of blended cement paste

TL;DR: In this paper, the effect of fly ash fineness on compressive strength, porosity, and pore size distribution of hardened cement pastes was investigated and it was shown that the blended cement paste with classified fly ash produced paste with higher compressive power than that with original fly ash.
Journal ArticleDOI

High strength concrete containing natural pozzolan and silica fume

TL;DR: In this paper, various combinations of a local natural pozzolan and silica fume were used to produce workable high to very high strength mortars and concretes with a compressive strength in the range of 69-110 MPa.
Journal ArticleDOI

Effects of fly ash particle size on strength of Portland cement fly ash mortars

TL;DR: In this paper, different size fractions of fly ash were used to replace cement partially in standard compressive strength mortars, and the strength of the mortars were compared at 2, 7, 28, and 90 days.
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